Chesson, Jr., E.(University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1964-10)

Measurements were made of the movements at connections of a 310 foot
railway bridge over a period of three and a half years. The study was initiated
during shop-assembly of a truss and was ended after three years of ...

Munse, W.H.; Wright, D.T.; Newmark, N.M.(University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1953)

This paper summarizes the results of static and fatigue tests conducted at the University of Illinois on structural joints using
high tensile steal bolts as the fasteners. The teats indicate that high
tensile bolted ...

Fuller, J.R.; Munse, W.H.(University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1953-01)

This report summarizes the results of tests conducted on
seven double-strap butt-type joints fastened with high tensile
steel bolts. The bolts were torqued far into their plastic range.
The joints were then subjected ...

Gamble, W.L.; Drew, R.G.(University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1979-02)

Tests of two prestressed concrete composite bridge girders which were continuous
over two spans are reported. Both were I-section girders with cast-inplace
decks, and had spans of about 37 ft (11 m), and were approximately ...

Dodds, Robert H., Jr.; Healy, B.E.(University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1991-01)

The theoretical basis and numerical implementation of a plasticity model suitable for finite strains and rotations
are described. The constitutive equations governing J2 flow theory are formulated using strainsstresses
and ...

Gamble, W.L.(University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1979-12)

This report describes the measured long-term behavior of a small prestressed
concrete highway bridge. The three spans of about 46 ft (14.0 m) each were made
with precast pretensioned I-section girders and a cast-in-place ...

Gomez, A. Echeverria; Schnobrich, William C.(University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign., 1968-12)

The use of nuclear energy in the production of electrical power involves substantial structural systems comprised of pressure and containment vessels that house the nuclear reactor. Efficient operation of a nuclear plant ...